2526 Mohawk Ave 17-1471; WINDOW REPLACEMENTIVE
J% CITY OF SANFORD
MAY Z 2 2017 I I BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: Ste• e-D
Job Address: 2526 Mohawk Ave Sanford FL 32773 Historic District: Yes No
Parcel ID: 01-20-30-504-2400-001A Residential ® Commercial
Type of Work: New Addition Alteration Repait• Demo Change of tJse Move
Description of Work: WQ •-3,e czePtn
Plan Review Contact Person: //l2/ %Jy11ejf/ Title:_
Phone: 0 70Cra Fax: Email:
Property Owner Information
Name G&P INVESTOR GROUP INC/ PRESIDENT: JUAN PRIETO Phone: 321-303-3750
Street: 3706 EAGLE ISLE CIR Resident of property? : NIA VQCCr%J
City, State Zip: KISSMMEE FL 34746
Contractor Information
Name /
r -`
7 — Phone:
Street:
J
Fax:
City, State Zip: C/;zf State License No.: 6 7(f
Architect/Engineer Information
Name: Phone:
Street: Fax.
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenc-ed prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, hcatcra, tanlw, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) blorida Building Code
Recleed: June 30. 2015 Permit ;lpplicalion /
A`
1 )
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Contractor/Agent ate
dam/Amz
Print Contractor/Agent's NamePrintOwner/Agent's Name
Produced ID
AN —
1
IESIEY CHAPM
Notary Public - Side of FloAt-
Commissloo i FF M34A-
My Comm. Expires Jim 23. 2010
flooded ttaagh NsSaa1 Nofsty Afm:
ersona y nown to Me or
Type of ID
LESIEY CHAPMAN
Notary Pubk - State of Florida
Commission I FF 204353
My Comm. Expires Jun 23, 2019
flondeQtfrat It tlatalNotalyAaan_
Produced ID Yoe of ID
BELOW IS FOR OFFICE USE ONLY
14
to Me or
Permits Required: Building ® Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: <;r (. -1-1 -7
Revised: June 30, 2015 Permit Application
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DIVISION
300 N. PARK AVENUE
SANFORD, FLORIDA 32772
PHONE: 407.688.5150
FAX: 407.688.5152
Application Number: 17-1471
Project Description: Windows
Job Address: 2526 Mohawk Ave
PLAN REVIEW COMMENTS
Date: 05/24/2017
Contact Name:
Contact Email:
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or
supplemental information as requested. Permit submittals will not be accepted without two copies.
COMMENTS:
1. Two (2) copies of an exterior wall floor plan showing the location of each window that will be replaced. The floor plan must also
include the window size that is being replaced.
FBC 107; Submittal Guidelines
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Residential Plans Examiner
1-
Al Services CDesign LLC
1720 Acme St
Orlando , FI
32805
321-228-4864
For: G&P Investor Group Inc
3706 Eagle Isle Cir Kissimmee FL 34746
Estimate No: 63
Date: May 19, 2017
Indicates non-taxable itern
JobAddress............................................................................ .....
2526 Mohawk Ave Subtotal $1, 250.00
SANFORD FL 32773
TAX (0.000%) $0.00
Total $1,250.00
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INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN,
UNLESS OTHERWISE STATED,
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF
ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 21/2 INCH OF
THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I. E., WITHOUT
CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO
CONCRETE MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (2) 3/16
INCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH
MINIMUM EMBEDMENT.
5. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) #10
SE,F•TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3THRE405
MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE.
6. FIN INSTAWITION: FOR INSTALLATION THROUGH STEELSTUD USE ONE (1)M8
SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH I V ACHIEVE 3 THRE405
MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING
BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED IN ACCORDANCE WITH FBC
SECTION 2003.8A.
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, 00 NOT INSTALL INSTALLATION
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF
BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
10, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'SINSTALLATIO14 INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BY THE ANCHOR MANUFACTURER.
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI.
B. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1(OR
GREATER).
C. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33
MILS. (20 GUAGE)
PLY GEM WINDOWS
471214812 SINGLE -HUNG (NON -IMPACT)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA
BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
AAMA/WDMA/CSA 101A.5.2/A440-05
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: ALUMINUM 6063-TS
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS
CHARTS. SEE SHEET 5 FOR GLAZING DETAILS..
8. DESIGNATIONS"X"AND"O"STAND FOR THE FOLLOWING:
X. OPERABLE PANEL
0; FIXED PANEL
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
I 6ENERAL A INSTALLATION NOTES
2 ELEVATIONS 6 ANCHOR LAYOUTS
3 4712FL VERTICAL 6 HORIZONTAL SECTIONS
4 4712F VERTICAL 6 HORIZONTAL SECTIONS
5 4812F VERTICAL d HORIZONTAL SECTIONS
6 COMPONENTS 8 BILL OF MATERIALS
PRODUCT
OVERALL SIZE
DP RATING
MISSILE IMPACT
RATING
HEIGHT
4712F 84" 50 l- 60 PSF NOT RATED
4712F M53" 72" 50 /- 60 PSF NOT RATED
4712FL 84" 50 /- 60 PSF NOT RATED
4712FL 72" 50 /- 60 PSF NOT RATED
4812F 84" 50 /- 60 PSF NOT RATED
Pay
433 N. MAIN ST., PO BOX 559,
ROCKY MOUNT, VA 2451
PH. 540-484.634E FX 510-484-6683
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UNIT MAX.
WIDTH 53.00"
D.L.O MAX.
WIDTH 49.44"
B F
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D
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UNIT
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HEIGHT
72.00" 4H
A E
3 4
SASH MAX.
WIDTH 51.25"
ELEVATION
UNIT MAX.
WIDTH 48.00"
D.L.O MAX.
WIDTH 44.31"
J
5
B F
3 4
D X. Ka D
HEIGHT 5 3
33.25"
UNIT
MAX.
HEIGHT
84,00"
SASH MAX.
HEIGHT
36.31"
SEE ANCHOR
SEE ANCHOR Fl SCHEDULE
SCHEDULE
ANCHOR LAYOUT
SEE ANCHOR
SCHEDULE
SEE ANCHOR
SCHEDULE
0"
SASH MAX.
WIDTH 46.25"
ELEVATION
PLY GEM
WINDOWS
D.L.O. MAX,
433 K B44IN ST.. PO BOX 559,
ROCKY MOVW,, VA 24151
PH; 540.484-6345 FX: 540.484-6683
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EDGE HEAD SILL JAMB O.C. CORNER
ANCHOR TYPE
INSTALLATION QTY PER
SUBSTRATE
EMBEDMENT
DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE
TYPE LOCATION IN.)
IN.) IN.) IN.) IN.) IN.)
8 SELF -TAPPING FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 1 4
3/16" ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 20 4
10 SELF -TAPPING FLANGE 1 STEEL STUD 3 THREADS N/A 20 20 4
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SHEET: 2 OF 6
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INSTALLATION
ANCHOR
CONCRETE/ MASONRY BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY d 1X
WOOD BUCK BY OTHERS
IX WOOD BUCK
BY OTHERS
EXTERIOR FINISH
BY OTHERS
1/4" MAX.
SHIM SPACE
3 THREA05 MIN. J P Ly GEMENGAGEMENTWINDOWS
7-121/2"MIN.
EDGE DISTANCE SELF -TAPPING SCREW
INTERIOR 433NRAIN ST..P030x559, 0007
MOUNT, VA 24351 INSTALLATION
ANCHOR 4
13 PR
54 184-6345 FX 340.4646653 m
15
METAL
STUD FRAMING SEE GLAZING d v A 1
1/4" MIN. BY OTHERS DETAIL 1 d N ^ a EMBEDMENTuN
Vl V) 31PERIMETER
CAULK SHIM MAX.
SPACE
WINDOW
BY
OTHERS / 15
HEIGHT
SEE
GLAZING EXTERIOR
DETAIL INTERIOR VERTICAL
SECTION 3
HEAD -1X WOOD/CONCRETE/MASONRY 4712FLANGE
EXTERIOR
SEE
GLAZING DETAIL
I INTERIOR
1
12 O.
A. WINDOW
HEIGHT
STRUCTURAL GRADE 2 1/4" MAX. SILICONE
BY OTHERS J— SHIM SPACE EXTERIOR
FINISH BY
OTHERS 1X
WOOD BUCK e BY
OTHERS CAULK
BETWEEN CONCRETE/
MASONRY 61X WOOD
BUCK BY OTHERS CONCRETE/
MASONRY BY OTHERS A
VERTICAL SECTION_ 3
SILL - IX WOOD/CONCRETE/MASONRY 4712
FLANGE O
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SHEATHING--' BY
OTHERS C Gd R EXTERIOR
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CAULK WINDOW BY
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STEEL STUD FRAME 34712FLANGEm
11/
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EMBEDMENT1/
4" MAX. CONCRETE/ MASONRY BY OTHERS z bSHIM
SPACE CAULK
BETWEEN CONCRETE/
MASONRY & IX 4
WOOD
BUCK BY OTHERS W N INTERIOR
1X WOOD BUCK uj
BY
OTHERS 3/
16" ITW TAPCON 4
INSTALLATION ANCHOR 3
15
2
1/2" MIN. EDGE
DISTANCE u1
2"
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SEE
GLAZING DETAIL
EXTERIOR
FINISH BY
OTHERS EXTERIOR
PERIMETER CAULK p
N m p N O.
A. BY OTHERS M p
Z
WINDOW —-
u WIDTH
C
HORIZONTAL SECTION DWG #:
PGW029
JAMB -
1X WOOD/CONCRETE/MASONRY 34712FLANGESHEET: OF L
SHEATHING
By OTHERS
EXTERIOR FINISH
By OTHERS
PERIMETER CAULK
BY OTHERS
O.A.
WINDOW
HEIGHT
I SEE GLAZING
DETAIL 1
EXTERIOR
i EXTERIOR
O.A.
WINDOW
HEIGHT
3 THREADS MIN.
ENGAGEMENT
1/4" MAX.
SHIM SPACE
INTERIOR
VERTICAI SECTION
a HEAD • IX WOOD/CONCRETE/MASONRY
4712 FIN
SEE GLAZING
DETAILI
MAX.
SHIMSHIM SPACE o PLy GEMWINDOWS
8 SELF -TAPPING SCREW
INSTALLATION ANCHOR ua N. MAIN 5T.. PO BOX YA,
AOCKV MOUNT, VA 24151
METAL STUD FRAMING
8 SELF -TAPPING SCREWBYOTHERSINSTALLATIONANCHOR VH:4W-IN-0NBf% SWM4•bb97
METAL STUD FRAMING
INTERIOR
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BY OTHERS F m
13 UhN EE
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DETAIL 1 a<
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BY OTHERS w W
18 I— i N ix
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EXTERIOR FINISH
BY OTHERS 7
PERIMETER CAULK O.A.
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WIDTH
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4 JAMB - STEEL STUD FRAME O4712FIN
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INTERIOR
1/4" MAX.
SHIM SPACE
EXTERIOR
INTERIOR
PERIMETER CAULK
BY OTHERS
METAL STUD FRAMING
EXTERIOR FINISH
BY OTHERS
BY OTHERS B
8 SELF-TAPPING SCREW rSHEATHINGINSTALLATIONANCHORBYOTHERS3THREADSMIN.
ENGAGEMENT VERTICAL SECTION O m N m 0 J N
4 MEETING RAIL m 3* y 2
m q
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4 SILL -P471I2FIN0NCR PGW029
SHEET: 4 OF 6
r
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SHIM SPACE
1.: PLy GEM3THREADSMIN.
WINDOWS
SHEATHING
ENGAGEMENT 8 SELF -TAPPING SCREW aRO M PO
BY OTHERS INSTALLATION ANCHOR 8 SELF -TAPPING SCREW 241sss. ROCKY MOUNT VA E4151MUN
INSTALLATION ANCHOR
EXTERIOR FINISH METAL STUD FRAMING INTERIOR PH: 540-4oa.e34e FX 540.484.0e3
BY OTHERS BY OTHERS METAL STUD FRAMING
BY OTHERS PPERIMETERCAULK
BY OTHERS 13 0,
15 SEE GLAZING v N
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DETAILI w= u g
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15 SHIM SPACE SHEATHING
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BY OTHERS 17
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3/4" O.A. INSULATED GLASS
18
EXTERIOR a
3
EXTERIOR
INTERIOR DOW 1199
EXTERIOR FINISH
BY OTHERS
10
O.A.
li" d N
SILICONE PERIMETER CAULK WINDOW
BY OTHERS WIDTH a
E HORIZONTAL SECTION
J VERTICAL SECTION STUD FRAME
m
CJ JAMB STEEL
C, HEAD- 1X WOOD/CONCRETE/MASONRY 4812 FIN
4812 FIN
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1/4'MAX.
SHIM SPACESHIM
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SEE GLAZING lii p
DETAILI
GLAZING DETAIL 1 8SELF-TAPPING SCREW
17
1
15 INSTALLATION ANCHOR L
EXTERIOR 12
INTERIOR
METAL STUD FRAMING
O.A.
NOTE
THICKNESS AND TYPE gY OTHERS
GLASS
WINDOW
HEIGHT
MAX.
SHIM SPACE MAY VARY PER ASTM E 1300SHIM
9 GLASS CHART REQUIREMENTS 10 0pZ
INTERIOR 3THREADS MIN.
nwRr
ENGAGEMENT
PERIMETER CAULK
BY OTHERS
METAL STUD FRAMING SHEATHING ;;
BY OTHERS
a
EXTERIOR FINISH
BY OTHERS
BY OTHERS R\\
A
8 SELF -TAPPING SCREW FINISH F e"
4rn
SHEATHING TION ANCHOR 16 By 0114Eg
BY OTHERS 3 THREADS MIN. INSTALLATION
SEE GLAZING
ENGAGEMENT DETAILI PERIMETER CAULK
BY OTHERS o
EXTERIOR O.A. o m j U) Y c Z
WINDOW
WIDTH DWG #:
I VERTICAL SECTION K HORIZONTAL SECTION PGW029
S SILL- PRECAST CONCRETE S JAMB • STEEL STUD FRAME SHEET: 5 OF 64812FIN4812FIN
1 4712FL FRAME - HEAD
ALUMINUM
TYPICAL WALL THICKNESS .062"
1 2.43'
1.285• 1
6 4712F FRAME - SILL
ALUMINVM
TYPICAL W ALL THICKNESS:062"
3.219T'
1
it ALLUMINUMEAD
TYPICAL WALL THICKNESS: .062'
71.
771'
4712FL FRAME - SILL2ALUMINUM
TYPICAL WALL THICKNESS; .062•
T_?
2.
L
4712F FRAME - JAMB
7 ALUMINUM
TYPICAL WALL THICKNESS: .050'
OSASH -SILL12ALUMINUM
TYPICAL WALL THICKNESS .062"
1.482"
2.5
4712FL FRAME - JAMB3ALUMINUM
TYPICAL WALL THICKNE55:.062'
2.4'
1
F-- + i-2.269"
4812F FRAME - HEAD8ALIlIWTM
TYPICAL WALL THILKNE55:.062"
SASH -JAMB13ALUMINUM
TYPICAL WALL THICKNESS:.062"
4712FL - JAMB CLIP
4 ALUMINUM
TYPICAL WALL THICKNE55:.062"
4 t--0.382"
2.3
L
4812F FRAME - SILL
9 ALUMINUM
TYPICAL. WALL THICKNE55:.062'
2.48'7r
3.297"
OMEETING RAIL
14 ALUMINUM
TYPICAL WALL THICKNESS:.062'
1.297'
BILL OF MATERIAL
NO. PART NUMBER DESCRIPTION MATERIAL MANUFACTURER
PLY GEM
1 11068 4712FL FRAME -HEAD ALUMINUM
2 U929 4712FL FRAME - SILL ALUMINUM Y &EM
3 11070 4712FLFRAME -JAMB ALUMINUM PLY GEM 4
11451 4712FL - JAMB ANCHOR CLIP ALUMINUM PLY GEM 5
10372 4712FFRAME: -HEAD ALUMINUM PLY6EM 6 11927
4712F FRAME - SILL ALUMINUM PLY GEM 10374 4712F
FRAME - JAMB ALUMINUM PLY GEM 7 8
10379
4812F FRAME - HEAD ALUMINUM PLY 6EM 9 11926
48120 FRAME - SILL ALUMINUM PLY GEM 10 10381
4812F FRAME - JAMB ALUMINUM PLY GEM 11 11622
5ASH-HEAD ALUMINUM PLY GEM 12 1126 SASH -
SILL ALUMINUM PLY GEM PLY GEM 13
10377 SASH -
JAMB ALUMINUM PLY GEM 14
11623 MEETING
RAIL ALUMINUM PLY GEM 15
V - 490
TYP. GLAZIIJ6 BEAD VINYL PLY 6EM 16
V - 7145
FIXED JAMB SHIM ALUMINUM PLY GEM 17
V - 7139
SASH SHIM ALUMINUM PLY GEM t6
V-7140
SCREEN RETAINER ALUMINUM 5 4712F FRAME -
HEAD
ALUMINUM TYPICAL WALL
THICKNESS .
062" 4I3" t.785"
4812F
FRAME - JAMB
SO ALUMINUM TYPICAL
WALL THIClWESS: .
062' 7 2.461"
11
L2.76r"
OGLAZINGBEAD15
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NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO:
DATE:
CERTIFICATION PROGRAM:
COMPANY:
CODE:
REVISION DATE:
N1010366.01-R2
09/20/2010
Structural
PIv Gem
161-1
12/10/2014
To verify that the "Notice of Product Certification" is valid, pl ease visit ww... "' IICertification.coin to assure that
the product is active and currently listed. This certification represents product conformity to the applicablespecificationandthatcertificationcriteriahasbeensatisfied. A NAMI approved certification label must be applied
to the product to claim certification status. Please review and advise NAMI if any corrections are required to this
document.
COMPANY NAME AND ADDRESS
Ply Gem Window Group
433 North Main Street
Rocky Mount, VA 24151
SPECIFICATION
PRODUCT DESCRIPTION
Builder Series 4712FL" Aluminum
Single Hung Prime Window
configuration: O/X
Glazing: Insulating Glass (Annealed)
Frame: W-1219mm(48.0011) H-2132mm(83.93")
Sash: W-1171mm(46.12") H-899mm(35.37")
PRODUCT RATING
AAMA/WDMA/CSA 101/I.S.2/A440-05 H-LC501219 x 2134 (48 x 84)
Design Pressure: 2392 Pa (50.0 psf)
Negative Design Pressure: 3349 Pa (70.0 psf)
Water Penetration Resistance Test Pressure: 360 Pa (7.5 psf)
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-110-13259-2
Expiration Date: Angst 31.2018
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
REQUIRED INSPECTION SEQUENCE
IMP# t'-1- 1-4-7
Bu LD[Nc, PERMIT
Min Max InsIgection Descri]2tion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour, .
Lintel / Tie Beam / Fill / Down Cell
Sheathing - Walls
Sheathing - Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address:
IE. E CTRI CA' L, F. E Lt1D'8IT
min Max Ins ection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
V E9 A•l xiti.A. 1'l".»i'"$-2,Y h. ' D,.i.4'x'am9
2..
Min Max Ins ectio Descn i tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL -'PERMIT
Min ax Ins ection Description
Mechanical Rough
Mechanical Final
1D'I[in I Max
Gas Uncle
Gas Roug
Gas Final
REVISED: June 2014